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    Experimental Study on the Performance of Lap-Spliced Steel Bars in Ultrahigh-Performance Concrete 

    Source: Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 001:;page 04023519-1
    Author(s): Yongzhi Gong; Ziqi Wang; Bairong Huang; Yingjie Shan
    Publisher: ASCE
    Abstract: Ultrahigh-performance concrete (UHPC) is a new cementitious composite material that exhibits a high bond strength with steel reinforcement. To investigate the splice performance levels of steel bars in UHPC, mutual pullout ...
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    Tail-Equivalent Linearization of Inelastic Multisupport Structures Subjected to Spatially Varying Stochastic Ground Motion 

    Source: Journal of Engineering Mechanics:;2016:;Volume ( 142 ):;issue: 008
    Author(s): Ziqi Wang; Armen Der Kiureghian
    Publisher: American Society of Civil Engineers
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    Orthogonal Plane Sampling for High-Dimensional Reliability Analysis 

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2017:;Volume ( 003 ):;issue: 003
    Author(s): Ziqi Wang; Armen Der Kiureghian
    Publisher: American Society of Civil Engineers
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    YOLO-SFT: Road Damage Detection Algorithm Based on Feature Diffusion 

    Source: Journal of Transportation Engineering, Part B: Pavements:;2025:;Volume ( 151 ):;issue: 002:;page 04025004-1
    Author(s): Yuchen Xie; Danfeng Du; Ziqi Wang; Yang Liu; Mengju Bi
    Publisher: American Society of Civil Engineers
    Abstract: Pavement damage detection is an important research area in road maintenance and traffic safety, but traditional detection methods have shortcomings such as low accuracy and poor real-time performance. A pavement damage ...
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    Effect of Tensile–Strain Rate and Specimen Width on Mechanical Properties of Cold-Formed Q345 Steel at Elevated Temperatures 

    Source: Journal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 009:;page 04021218-1
    Author(s): Weiyong Wang; Ziqi Wang; Zhanshuo Liang; Lei Xu
    Publisher: ASCE
    Abstract: The objective of this paper is to to ascertain the reliable mechanical properties of cold-formed Q345 steel at elevated temperatures while considerting the effects of tensile strain rate and specimen width. This paper ...
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